Plans (3) BUP2014- 00234
NOTE :
1 PERMIT
5 SETS OF PLANS
SET 1
SPECIAL INSPECTION REQUIRED
State of Oregon Structural Specialty Code
❑ Concret nd Reinforcing Steel
olts Installed in Concrete
❑ Special Moment-Resisting Concrete Frame
❑ Reinforcing Steel&Prestressing Steel Tendons CITY OF TIGARD
❑ Structural Welding REVIEWED FOR CODE COMPLUNCE
DUNCAN—DOWDLE
❑ High-Strenght Boiling Approvedt
❑ Structural Masonry OTCG
❑ Reinforced Gypsum Concrete Permit#t
❑ Insulating Concrete Fill 'Addreest
Suite#t
❑ Spray Applied Fire-Resistive Materials SSDam❑ PMgs,Drilled Piers and Caissons ""�
Br.
❑ Shotcrete
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V
❑ Special Grading,Excavation and Filling OFFICE COPY Z
O
❑ Smoke-Control Systems r V
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❑ Other Inspections 4l/1
TIGARD, OR
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TENANT IMPROVEMENT z
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PROJECT TEAM PROJECT DATA/ CODE SUMMARY DRAWING INDEX SCOPE DESCRIPTION �Q "
„ N Om
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BUILDING CODE SUMMARY
3
THESE TENANT IMPROVEMENT
2014 EDITION STATE OF OREGON STRUCTURAL SPECIAL CODE (OSSC) 0 COVER SHEET s
2014 EDITION STATE OF OREGON MECHANICAL SPECIAL CODE (GMSC)
0.3 DEMO PLAN CONSTRUCTION DOCUMENTS INCLUDES
OWNER/ Gentle Dental 2011 EDITION STATE OF OREGON PLUMBING SPECIAL CODE (DSPC) A4. 1 FLOOR PLAN — FIRST FLOOR THE REMODEL OF AN EXISTING BUILDING
TENANT 15995 SW 74th Ave. DAMAGED BY FIRE. THERE IS NO
Tigard OR 97224 2011 EDITION STATE OF OREGON ELECTRICAL SPECIAL CODE (OSEC) A4.2 FLOOR PLAN — SECOND FLOOR
2014 EDITION STATE OF OREGON FIRE SPECIAL CODE (DSPC) A8. 1 REFLECTED CEILING PLAN "CHANGE OF USE" . OR INCREASE IN
CONSTRUCTION TYPE : TYPE VB (NON SPRINKLED) FIRST FLOOR OCCUPANCY
LIFE SAFETY
STORIES : 2 TENANT IMPROVEMENT DOES REQUIRE
S.F.
DESIGNER NW Precision Design BLDG. AREA: = 14,267 A8.2 REFLECTED CEILING PLAN
22605 SW Pinehurst Ct. SECOND FLOOR STRUCTURAL MODIFICATIONS.
Sherwood, OR 97140 (FIRST FLOOR) OFFICE: = 2,340 S.F. (USABLE)
(503) 680-6444 (FIRST FLOOR) WAREHOUSE: = 5,620 S.F. (USABLE) A8.2 LIFE SAFETY
Contact: Darin Bouska (SECOND FLOOR) OFFICE: = 5,288 S.F. (USABLE) — DEFERRED SUBMITTALS:
OCCUPANCY TYPE: B (OFFICE/LAB) — HVAC— PLUMBING
n
GENERAL Top Drawer Development — ELECTRICAL
CONTRACTOR 25252 SW McConnell Road OCCUPANT LOAD: OFFICE 2,340 S.F./100 = 23
Sherwood, OR 97140 (FIRST FLOOR) WAREHOUSE 5,620 S.F./500 = 11
(971) 404-8799 (SECOND FLOOR) OFFICE 5,288 S.F./100 = 52 1 1 1
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Contact:33962 Mark King TOTAL 6,288 S.F./100 = 86
NORTH
EXITING: OCCUPANT LOAD IS OVER (50) THUS REQUIRING (2) EXITS KIN MAP
EMERGENCY EGRESS LIGHTING IS REQUIRED. >
FIXTURE REQUIREMENT: OFFICE 7,628 S.F./100 = 76 0 4
CITY JURISDICTION City of Tigard WAREHOUSE 5,620 S.F./500 = 11 Q
,.
13125 SW Hall Blvd TABLE 2902.1 REQUIRES (2) FIXTURE PER SEX, (5) UNISEX TOILET
Tigard OR 97223 ROOMS ARE PROVIDED. o`n
NORTH ' J
VICINITY MAP �D
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Revisions:
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vProject Number:
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GOVER
A NAWN Wt
ell 4; 1OX&
- ` Date: 9/1-1/2014
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M DRAWING SET NO.
DOOR SCHEDULE
DOORS FRAMES/�LItES
Dj 3 I SIZE DESCRIPTION DESC.
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REMARKS0
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BUILDING ROOM NM W H T S P MAT. FM. E IN
L MAT. F
100 20 PASSAGE SET /INDICATOR 5OLT
101 20 PASSAGE SET WANDICATOR BOLT
102 20 PA 5AGE SET
103 LOCKSET E
05 20 PASSAGE SET
1'-3 1/4' 15'-3" 23'-3" 15'-1' 15'-9' 1'-3 1/4' 106A 20 PASSAGE SET Z
1068 PASSAGE SET � o
101 PASSAGE SET
109 20 PASSAGE SET l/1
U
POSTS ¢ WALL I. WALL WALL POSTS 0 20 PASSAGE SET W/I D GATOR BOLT LL1 a
III 9(w BARN DOORS W/TRACK (PULL LEVER) Q
114 20 PASSAGE SET V
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NOTE: DOOR HARDWARE TO BE GRADE I, DORMA GL800-LCs OR APPROVED SUBSTITUTE c O
3'-1 1/4' 9'-11,4' ALL DOOR HARDWARE TO BE LEVER AND A.D.A. APPROVED, 626 FINISH _� o o E
DICATOR: DORMA J201 x Schlage 5511 (BAXTER 8 FLAMING) U 0 LU
SEE SHT ALL FIRE RATED DOOR TO HAVE LATCH, CLOSER 8 SMOKE ASKETINGx LLj QJ
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2' DEFLECTION O
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OR SIMILAR
SEE SHT
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A
waw 18H l
17
Im3 ® ® ® BATT INSULATION
FULL HEIGHT
C' 5/8' TYPE 'X' SHEETROCK
EACH SIDE (SMOOTH FINISH)
1068
L4�e s 35/5' MTL. STUDS
r(/ 25-GAUGE a 241 o%.
SEE SH L .. BOTTOM TRACK ATT. TO
® VVN.
0� ■ FLOOR
POWDER DRIVEN ANFLOOR a 24' O/C ICHORS
S-1.I ^# 00 n
103
WALL ' SEE SHT
14 S-1.I B B EXISTING
LOOR CONCRETE
t1'-0' W-91/4' 9'-6' 4'-1' 9'-]• II'-0' 7 r F'�
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( S JMITOR 101 1OILET, / O °' W4LL.a]• n
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PAN DECK STRUCTURE
TOP TRACK (2' LEG) OR SIMILAR W O
(CONT.)
QJ�Z15ATT
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FULL HEIGHT ^O
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(2) 5/8' TYPE 'FIRECODE CORE' Ln
GYP. BD. EACH SIDE, FULL HEIGHT.
— I FINISHED SMOOTH BOTH r
'SIDES. U
3%' x 25 GA. MTL. STUDS
24'�/c
BOTTOM TRACK ATT. TO
FLOOR
24' 0/C MIN.
POWDER
ANCHORS H
EXISTING CONCRETE
FLOOR
O METAL STUD WALL DETAIL (ONE HOUR RATED)
N.T.S
1 . PROPOSED FLOOR PLAN - FIRST FLOOR Revisions:
SGALE: 1/5"= 1'-0"
EPDXY FMI614
FIRST COAT TO CONSIST OF AN APPLICATION
OF THE FOUCIJING:
39' PK3ffIRED EPDXY PRIMERBEALER
SECOND COAT TO
OF
OF
AN APPLICATION
OF THE FOLLOWING
'EPDXY COATING
(SPECULAR GLOSS 35-40%MINIF]1M)
MIRROR PAPER TOUIEL 30'
DISPENSER
Iv]' 1 GB.TYF-
KJ MIRROR
18' IN LENGTH
12' 42' 12"
3�0
GB.T7P IV]' a GB.TYP
Project Number:
HANOI-SHIELD
\ to ,fin JACKETS V APPLY 6'RIBBER BASE `v NSGORCWIINGO File Number:
MM m (TYPICAL In l JACKET
N„F DD401A
— 611 1 -, I I i-1 V-
Date: 9/11/2014
-e 15' t f a' La°
60DRAWING SET N0.
' 11'
ACCESSIBLE TOILET ROOM - ELEV A4.1
SCALE 3/811 = 11-01'
-4 3 2 1
CHEDULE
DOORS DOOR
FRAMES/RELITES
(I; BUILDING SIZE DESCRIPTION DESC.
o w w �W LL
16'-6 1/4' 19'-5" 18'-11" 1T-01/4" TIZ009
pI d) Z� QDan w3LL0 aRQ 0I(L aSO REMARKS
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1'-3 1/4' I -3 1/4'
ROOM NM W H T S P MAT. FIN NFE E L MAT.1 FIN.
200 1 P GE SET W/I D C TOR BOT c
201 1 PASSAGE SET V It °_
POSTS WALL WALL WALL �— POSTS Cn v
204 PUSH/PuSH, D5L ACTING
I 205 PUSH PUSH DBL ACTING LL-1
PASSAGE SET
201 PASSAGE SET o o Z
p — 209 I PASSAGE SET W/INDICATOR BOLT v
208
4 210
211 O s c c
212 _. p
213 PASSAGE SET l/l a d 2
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NOTE: DOOR HARDWARE TO BE GRADE 1, DORMA CL500-LG OR APPROVED SUBSTITUTE iv ' O
3 n g. ALL DOOR HARDWARE TO BE LEVER AND A.D.A. APPROVED, 626 FINISH V 10
INDICATOR: DORMA J201 x Schlage 8511 (BAXTER 8 FLAMING)
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LAB 0 @ LAB ®
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NOTE: ANY WALL OVER V-0' LONG
SHALL BE BRACED AS SHOWN.
3%' 25 GA. MTL. STUD BRACES
TO 6TRUCT. A 8'-0' O/C - STAGGERED
a R
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b'-m IR' 26'-8 3,4'
N
A SAM
OICMC�
1m3 -A
J
11'•e V4' 24'-5' 33'-b 1/4' LU5/8' TYPE 'X' SHEETROCK
° EACH SIDE
SNIF'PRJG
]06
12= 1 __ ° MTL. STUDS
25-GAUGE o 24' o/c.
rv0 IO'•6 N' b'-0' 4'-0' 9'-]' b'- 0
BOTTOM TRACK ATT. TO
FLOOR o 24' O/C W/
700 (- - POWDER DRIVEN ANCHORS
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- JM2017 TO LET LTo�ET ' SERVER EXISTING FLOOR
1m1 1mm I / 5 I/ 101
40 �I METAL STUD WALL DETAIL (T'I'P)
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OFFICE OFFICE OFFICE
111 F211 F2101 N
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1 . PROPOSED FLOOR PLAN — SECOND FLOOR Revisions:
SCALE: 1/8" = l'-O"
EPDXY FMISH,
FIRST COAT TO CONSIST OF AN APPLICATION
CF THE FOLLOWMG:
39' PUIENTED EPDXY PRIMER/SEALER
SECOND COAT TO CONSIST OF AN APPLICATION
OF THE FOLLOWING:
•EPDXY COATING
(SPECULAR GLOSS 35-40%MINIMUM)
MIRROR PAPER TOWEL 30'
DISPENSER
IVz• ♦G.B.TYP MIRROR
18' IN LENGTH
2' 42' 12'
36'
It• m GB.TTP I ,' o Gs.TYP Project Number:
0 n 'V JACKET 0 V FW55LY ER6B� 0 ;� HANS DSI-I4IIEWG File Number:
M m ICA
(TYPL Mi N� JACKET DD401A
N
Date: 9/1'1/2014
-9 1s' 8' DRAWING SET N0.
ACCESSIBLE TOILET ROOM — ELEV A4.2
SCALE 3/8" = 1'-0"
NOTES: Q HANGERS WIRES 3 TIGHT
I. VERTICAL HANGER WIRES TURNS, BRACING WIRES
TO BE NOT MORE THAN I:6 4 TIGHT TUTS, BOTH
OUT OF PLUMB. C ENDS OF WIRE TYPICAL.
2' ALL WIRES SHALL BE MIN. I TABLE
&' FROM ALL UNBRACED RIGID ELEC.CONDUIT
2 PIPES AND DUCTS.
10.
VERT. COMPRESSION STRUT 112-0 -
314-0 r T-8'8.
TO BE PROVIDED WITHIN re e'-B'
6' OF CEILING EDGES t
ON 12' X 12' MAX. CENTERS 1.3re20TLLSTD,GA rar
THROUGHOUT CEILING. SIZE DBL.1-5/8'MTL.
PER TABLE 'A' ATTACH STD. 20 DA 151-W
SECURELY TO MAIN RUNNER 2-1rz'MTL STD,
t BUILDING STRUCTURE ABOVE. 20 GA 13'-8'
C_:0
BUILDING DBL.2-112'MTL. 18'-0"
0 U
STD. 20 GA
16'-(p 1/4" 19'-5" 18'-I1" Il'-0 I/4' AT ITO.C. EACH WAY
• 12 VERTICAL SUSPENSION >=
WIRE AT 4'-0' O.C. O
1'-3 1/4" 15'-3' 23'-3' 15'-1' 15'-9' 1'-3 1/4' 45' W/IN 5' of EDGE OF GLG.
MA ALONG EA. MAIN RUNNER z O
CROSS RUNNER M" I2 SPLAY BRACE WIRES
AIN RUNNER .n
U
POSTS —� WALL I c� WALL t. WALL r— POSTS w d
1. TYPICAL CEILING HANGER DETAIL p
(NOT TO SCALE) U O z
p - z "T
L
s cL �
- SLACK WIRES ATTACHED TO FIXTURE
LOCATED AT TWO OPPOSING CORNERS
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IL / N
mT M
M
® FAAs 3Ln
1
LIGHTING FIXTURE (DOTTED) A.G.T.
1m9
SCREW OR CLIP FIXTURE TO T-BAR
EXIST
1°°' mNO1Mw 2. TYPICAL FIXTURE SUPPORT DETAIL
(NOT TO SCALE)
Imb
B
11/4' DIA. SCREW
EYE W/ 3' MIN.
5 EMBEDMENT POWDER DRIVEN
MTL. WASHER OR ANCHOR INTO
rrpm-Lww - 1/2' EMT, TIGHT CONCRETE OR
_ L TO WASHER 4 METAL PAN DECK
SCREW EYE CONCRETE FILLE
a O ® 12 GA. VERT.
HANGER WIR£
103 COMPRESSION STRUT
AND WIRE BRACING
=14 12 FEET O.C. EACH
WAY t WITHIN (0 OF r
Z WALLS v
DRILL
I BOLT d LOCK FOR 7
AFTER CEILING IS LEVELED
dblBa I A�— � SUSPENDED GEILINCs INSTALLED �"'�
� '_1J I PER NWCB 401 AND OREGON 12 GA. SPLAY WIRE
o E70n
STATE INTERPRETATION No. 1912.1 BRACING AT EACH F�'1
"� 1� " '° I,�` '& T'• COMPRESSION STRUT a
3 TURNS MIN. TYP. H�
\
CEILING RUNNERS
C , - � SUSPENDED T-BAR
� �
h4} OVER MA NOTCH RUNNER w Q
3. TYPICAL CEILING SUPPORT DETAIL
(NOT TO SCALE) '^1
z C!1
VERTICAL STRUT • Obi
CONNECTION DEVICES 12' O/C EACH WAY
— TO 13E OF AN APPROVED
TYPE AND HAVE 200' COUNTERSLOPE HANGERS r
CAPABILITY. IF MORE THAN L6 OUT OF v
PLUMB BUILDING ~j
STRUCTURE
ADDITIONAL z
HANGERS ALL
MEMBERS W/N
B' OF PERIMETER HANGERS
FI ETWREEN ® ALL
AIN RUNNERS �SIPoUTU�
STABILIZER BAR TRAPEZE
BETWEEN ALL B MAX MAIN RUNNE 04' 0/C DUCT WORK
MEMBERS . SUPPORT W/ WIRE •O/C AND OTHER
PERIMETER OR W/010 WI 0 V O/C LAR3E 05-
(4'-0'o/c) (4'-0'o/c) STRUCTIONS.
b'-0'MAX 12'-0' o/c A.WAY
LATERAL BRACING• 12'O/C EACH WAY. MAIN RUNNER TO
STRUCTURE.BEGIN BRACING WITH N b'OF PERIMETER
1 . PROPOSED CEILING PLAN — FIRST FLOOR Revisions:
SCALE: 1/&"=11-0" 4. TYPICAL CEILING INSTALLATION DETAIL
(NOT TO SCALE)
F,EFLECTED CEILING LEGEND
(3)32ATT T- LAY-IN TYPE FIXTURE.
(3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST
VERTICAL SUSPENSION WIRE
B'MAX. OR 1/4 LENGTH OF END
RUNNER,USE LEAST OF THESE
FLUORESCENT LAY-IN TYPE FIXTURE. TWO DIMENSIONS Sia
(3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST (RELOCATE AS REQUIRED) CONNECT TO 5TRUCT. ELEMENT
W/90 MIN. BATTERY BACKUP ALL GRID SYSTEM
TO BE HEAVEY DUTY 2' WALL ANGLE
OR
'YB' ANGLE W/5ERC2 CLIP Project Number:
O CEILING EXHAUST FAN (AR41STRONG GRID SYSTEM)
(SEE MECHANICAL DRAWINGS FOR SIZING)
ACOUSTICAL PANEL File Number:
UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN DD401A
e LED LAMPS SINGLE OR DOUBLE FACE WITH ADJACENT TO WALL Date: 9/11/2014
DIRECTIONAL ARROW(S) WITH EMERGENCY
BATTERY BACK-UP.
EGRESS DRAWING SET N0.
LIGHTING: THE MEANS OF EGRESS'ILLUMINATION LEVEL 5. TYPICAL CEILING AT WALL DETAIL
SHALL NOT BE LESS THAN 1 FOOT-CANDLE, (NOT TO SCALE)
AVERAGE, AT THE FLOOR LEVEL DURING HOURS A8.1
OF OPERATION W/90 MIN. BATTERY BACKUP
NOTES: Q HANGERS WIRES 3 TIGHT
I. VERTICAL HANGER WIRES Y TURNS, BRACING WIRES
4 TIGHT TURNS, BOTH
' TO BE NOT MORE THAN I:6 -L„ ENDS OF WIRE TYPICAL.
OUT OF PLUMB.
2' ALL WIRES SHALL BE MIN,
6' FROM ALL UNBRACED TABLEC
RIGID
PIPES AND DUCTS. ELEC.CONDUIT
1/2.0 5'-10'
VERT. COMPRESSION STRUT a/a•e r-0"
TO BE PROVIDED WITHIN 110 I W-9.
&' OF CEILING EDGES 4
ON 12' X 12' MAX. CENTERS 1-="WtLSTD• 1x•-0•
DST
D1.CEILING. SIZE 20 D1-5G•rAn. -
PER TABLE 'A' ATTACH STD. 20 A 15'-0"
SECURELY TO MAIN RUNNER 2.112"MnnSTD,T 20 GA 1a-0
TBUILpINCz
a BUILDING STRUCT RE ABOVE. DSL.2-V2•MR.
STD. 20 GA 151-0"
IIo'-Co 1/4' 19'-5" IS'-Il" 1'1'-0 1/4" x 12 SPLAY BRACE WIRES
AT 12' O.G. EACH WAY
012 VERTICAL SUSPENSION E
1'-3 1/4' 15'-3" 23'-3" 15'-I" 15'-9" I'-3 1/4" WIRE AT 4'-0' O.C. 0
$CROSS
W/IN 8' OF EDGE OF CLG.
ALONG EA.MAIN RUNNER 0
RUNNER MAIN RUNNER 4
FOSTS t WALL 4 WALL 1& WALL —� POSTS `�LIJ a
Ql
1. TYPICAL CEILING HANGER DETAIL p
(NOT TO SCALE) '✓ O V
-4 C
D ® ® 191 ® ® O rn
SLACK WIRES ATTACHED TO FIXTURE '
LOCATED AT TWO OPPOSING CORNERS
v W
WLn
oQJ
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M
in
LAD LAD S
i
]04 ]05 L
O
CL
a
I IMMIN NMI IMM"
LIGHTING FIXTURE (DOTTED) A.G.T.
I ® SCREW OR CLIP FIXTURE TO T-BAR.
P T
RU TU
2. TYPICAL FIXTURE SUPPORT DETAIL
(NOT TO SCALE)
® ® ® 1 1/4' DIA. SCREW
EYE W/ 3' MIN.
NVOICMG
]m3 EMBEDMENT
POWDER DRIVEN
MTL. WASHER OR ANCHOR INTO
TO D
® EMT, TIGHT CONCRETE OR
TO WASHER 4 METAL PAN DECK
„ • SNIPPING SCREW EYE CONCRETE FILLE
12 GA. VERT.
9_p ]mr HANGER WIRE
]M 1 COMPRESSION STRUT
az<z AND WIRE BRACING
LZZL
191 AT 12 FEET O.G. EACH
WALLSWITHIN 6' OFF if Q DRILL 5/32' HOLE FORtJ/ %- 't 1/8' BOLT 4 LOCK NUT
AFTER CEILING IS LEVELED
1A - SUSPENDED CEILING INSTALLED�T I LTO � � PER NWCB 401 AND OREGON 4e 12 GA. SPLAY WIRE n
/ 4k: 4 STATE INTERPRETATION No. 11312.1 BRACING AT'EACH I--+
17 �-- L J COMPRESSION STRUT
y 3 TURAS MIN. TVP. I--i
9 SUSPENDED T-BAR N
CEILING RUNNERS ry.�
yq} 3/4' EMT.NOTCH W :4
OVER MAIN RUNNER Q
'd
s.
OFFICE
OFFICE
FWi 3. TYPICAL CEILING SUPPORT DETAIL
D (NOT TO SCALE) >
0
Q
— VERTICAL STRUT• i N
CONNECTION DEVICES 12'O/C EACH WAY C\
TO BE OF AN APPROVED
OFFICE OFFICE OFFICE TYPE AND HAVE 100 COUNTERSLOPE HANGERS r
2C2 ml To CAPABILITY. IF MORE THAN 1:6 OUT OF V
PLUMB BUILDING
STRICTURE
ADDITIONAL
HANGERS ALL
MEMBERS W/IN co
e'OF PERIMETER F EN ® HANrGERS TO Q
IN RUNNERS �8T ILOIIV6,
A —
STABILIZER BAR TRAPEZE
BETWEEN ALL 8 MAX MAIN RUNNER 04' 0/C DUCT WORK
MEMBERS • SUPPORT W/ WIRE s O/C AND OTHER
PERIMETER OR W/70 WI *510/0 - LARGE OB-
(4'-0'o/c) l4'-0' o/c) STRUCTIONS.
(5'-0'o/G (5'-0' o/c)
6'-0'MAX 12'-0'o/c A.WA.
LATERAL BRACING • 12'O/C EACH WAY. MAIN RUNNER TO
STRUCTURE.BEGIN BRACING WITH IN 6' OF PERIMETER
1 . PROPOSED FLOOR PLAN SECOND FLOOR Revisions:
SCALE= 1116"= 1'-0" 4. TYPICAL CEILING INSTALLATION DETAIL
(NOT TO SCALE)
REELECTED CEILING LEGEND
FLUORESCENT 'CHAIN-HUNG' TYPE FIXTURE.
® (3) 32 WATT 7-8 LAMPS WITH SINGLE ELEC.
BALLAST VERTICAL SUSPENSION WIRE
B' MAX. OR 1/4 LENGTH OF END
RUNNER USE LEAST OF THESE
FLUORESCENT "CHAIN-HUNG' TYPE FIXTURE. TWO DIMENSIONS n,4:
® (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC.
BALLAST (RELOCATE AS REQUIRED) CONNECT TO STRUCT. ELEMENT
W/130 MIN. BATTERY BACKUP ALL GRID SYSTEM
TO BE PEAVEY DUTY 2' WALL ANGLE
°R Project Number:
lg' ANGLE W/BERG2 CLIP �
O CEILING EXHAUST FAN (ARMSTRONG GRID SYSTEM)
(SEE MECHANICAL DRAWINGS FOR SIZING) ACOUSTICAL PANELJ File Number:
e UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN D0401A
LED LAMPS SINGLE OR DOUBLE FACE WITH ADJACENT TO WALL Date: 9/17/2014
DIRECTIONAL ARROW(S) WITH EMERGENCY
BATTERY BACK-UP.
ESRESS DRAWING SET N0.
LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL 5. TYPICAL CEILING AT WALL DETAIL
SHALL NOT BE LESS THAN I FOOT-CANDLE, (NOT TO SCALE)
AVERAGE, AT THE FLOOR LEVEL DURING HOURS
OF A8 .2 OPERATION W/130 MIN. BATTERY BACKUP
S POSTS 2 WALL—.I I t WALL I--S WALL S POSTS
I � I
777777777777777717777= 7,r7= 11
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e UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN
LED LAMPS SINGLE OR DOUBLE FACE WITH
DIRECTIONAL ARROW(S) WITH EMERGENCY
BATTERY BACK-UP,
EGRESS
LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL
SHALL NOT BE LESS THAN 1 FOOT-CANDLE,
AVERAGE, AT THE FLOOR LEVEL DURING HOURS
1 . PROPOSED LIFE SAFETY — FIRST FLOOR OF OPERATION W/90 MIN. BATTERY BACKUP
SCALE: 3/32` = 1'-0`
IIowl
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MINIM ® °
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LADFE F2_-_J
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Revisions:
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QAC■
9a 309
D
M1
QA= Qw Q"M
>VF 91 ]N
Project Number:
File Number:
DD401A
e UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN Date: 9/11/2014
LED LAMPS SINGLE OR DOUBLE FACE WITH
2 . PROPOSED LIFE SAFETY — SECOND FLOOR DIRECTIONAL ARROW(S) WITH EMERGENCY
BATTERY BACK-UP. DRAWING SET N0.
&GALE: 3/32° = 1t-0` EGRESS
BATTE
NG; THE MEANS OF EGRESS ILLUMINATION LEVEL
SHALL NOT BE LESS THAN 1 FOOT-CANDLE, A8.3
� n •/7
AVERAGE, AT THE FLOOR LEVEL DURING HOURS V�
OF OPERATION W/eO MIN. BATTERY BACKUP xll�J
1
GENERAL: UJOOD FRAMING REQUIRED STRUCTURAL OBSERVATIONFROGRAM:n . -
F
I.) ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, l.) ALL LUMBER TO BE DOUGLAS FIR NO. 2 OR BETTER, U.N.O. STRUCTURAL OBSERVATION: OCT 9 2014
SPECIFICATIONS, AND THE 2010 O.S.S.C. (OREGON STRUCTURAL SPECIALTY CODE), 2009 IBC.
2.) ALL LUMBER TO BE GRADE STAMPED S-DRY (SURFACE DRY) OR VERIFIED TO HAVE A MOISTURE CONTENT THE ENGINEER OF RECORD (EOR) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE
2.) STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS. STRUCTURAL- DRAWINGS SHALL BE LESS THAN OR EQUAL TO 19% AT TIME OF CONSTRUCTION. REQUIREMENTS OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC) AT THE STAGES OF C►P10-r AHL) TU R RE NTI N E
USED WITH ARGHTICTECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS AS WELL AS THE PROJECT CONSTRUCTION LISTED BELOW. REFER TO "TESTING AND SPECIAL INSPECTION PROGRAM" CHART F1W1.7NV1'
1Luq
SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE ADDITIONAL REQUIREMENTS.
3.) ALL SHEATHING SHALL APA RATED, GRADE G-D AND MANUFACTURED WITH EXTERIOR GLUE, U.N.O.DRAWINGS AND PROJECT SPECIFICATIONS. ENGINEERING, LLC
4.) ALL FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE, OR APPROVED. GENERAL OBSERVATION NOTES:
3.) THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE.
I.J CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD 24 HOURS IN ADVANCE. PO BOX 2465 Lebanon, Oregon 97355
4.) ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO 5.) ALL STUDS TO PLACED AT 16" O.C. MAX.
Phone: 541-258-7004
THOSE SHOWN. SUBJECT TO REVIEW. 2.) AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE EOR WILL SUBMITT A WRITTEN
6.) HOLDOWNS AND HOLDOWN ANCHORS SHALL BE INSTALLED PER THE STRICT INSTRUCTIONS AND STATEMENT TO THE BUILDING OFFICIAL THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY
5.) ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR REQUIREMENTS OF THE MANUFACTURER-
SHALL
ANUFACTURER ANY REPORTRD DEFICIENCIES THAT, TO THE BEST OF THE POR KNOWLEDGE, HAVE BEEN
SHALL NOTIFY THE ARCHITECT / ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON RESOLVED.
THE DRAWINGS. 1.) CONTRACTOR SHALL INSPECT AND RETIGHTEN ALL HOLDOWNS BEFORE COVER
3.) STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS.
6.) OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DRAWINGS SHALL BE SPECIAL INSPECTIONS ARE STILL REQUIRED.
BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE WORK 8.) SHEAR WALLS WITH OVERDRIVEN NAILS (MORE THAN 1/8") SHALL BE RE-NAILED.
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1.) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES,
9.) ALL PANEL EDGES To BE BLOCKED - SEE TYPICAL SHEAR WALL DETAILS. ITEM OBSERVED BY COMMENTS
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK THE ENGINEER HAS NO OVERALL AS REQUIRED TO ADDRESS EOR � �z 8PE
SUPERVISORY AUTHORITY OR ACTUAL AND / OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING STRUCTURAL ISSUES.
CONDITIONS AT THE SITE AND / OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE
CONTHEALTHOROR SAFETY DECTOR THE FICIENCIES ENCIES OF NEER HAS NO THE OWNER, CONTRACTORS, OR TY TO INSPECT, SUPERVISE, OTHER ENTITIES ES OR CT, OR PEROSONS AT THE FASTENING / NAILING SCHEDULE PRT ANYNON
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PROJECT SITE. N F TURR��
8.) CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR PROGRAM FOOTNOTES:
TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS FRAMING CONNECTIONS: EXPIRES : 6/30116::]
REQUIREMENT. IJ F'R
EOR = ENGINEER OF RECORD OR REESENATIVE FROM ENGINEERING FIRM
TOP OR SOLE PLATE TO STUD, END NAIL 2 - 16d
/�
STUD TO SOLE PLATE, TOE NAIL - 4 - 86
DESIGN CRITERIA" DOUBLE STUD, FACE NAIL Trod 24" O.G.
DOUBLE TOP PLATES, FACE NAIL 16d 16" O.C.
CODE: OUBLE TP
2010 OREGON STRUCTURAL SPECIALTY CODE (2010 OSSC) PAGE NAIL IN LIN
LAPPED AREA 48" OFFSET OF END JOINTS, 8 - Trod
REQUIRED TESTING AND SPECIAL INSPECTION PROGRAM:
BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOE NAIL - 3 - 8d
SEISMIC: RIM JOIST TO TOP PLATE, TOE NAIL ad A 6" SPECIAL INSPECTION:
O.C. SUBMITTALS / REVISIONS:
OCCUPANCY CATEGORY = II SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE 2010 Qp 10-7-14 PERMIT SET
SEISMIC DESIGN CATEGORY = D TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL - 2 - Trod 055C AND SUMMARIZED IN THE TABLE BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND
SITE GLASS = D CONTINUOUS HEADER TO STUD, TOE NAIL 4 - 8d ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.
IMPORTANCE FACTOR, IE = 1.00
BLOCKING BETWEEN JOIST OR RAFTERS:
ANALYSIS PROCEDURE: EQUIVALENT LATER FORCE PROCEDURE (ASCE 1-05 SECTION 12.5) TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END- 2 - 10d
TO JOISTS OR RAFTERS BEARINGS - TOE NAILS, EACH SIDE- 3 - 10d VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE
SS = 0.964 SOS= 0.116 BLOCKING BETWEEN STUDS EACH END 2 - 10d TOE POST INSTALLED CONCRETE OR MASONRY ANCHORS
Si = 0.419 SOI = 0.442 NAILS OR 2 - Trod INSPECTION OF ANCHORS INSTALLED IN APPLICABLE ICC EVALUATION
GRAVITY LOADSHARDENED CONCRETE X REPORT
BRIDGING TO JOIST TOP NAIL EACH END 2 - Sd
SECOND FLOOR : 50 PSF LIVE LOAD (OFFICES)
15 PSP PARTITION LIVE LOAD NOTE: WHERE NAILING SCHEDULE AND INFORMATION GIVEN ELSEWHERE IN THE
STAIRS: 100 PSF DOCUMENTS DO NOT AGREE, THE MORE STRINGENT NAILING REQUIREMENT
SHALL APPLY. REFER TO SHEAR WALL SCHEDULES FOR ADDITIONAL
REQUIREMENTS.
SOIL BEARING PRESSURE
PROGRAM FOOTNOTES:
PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF
1.) THE ITEMS CHECKED WITH AN 'X' SHALL BE INSPECTED IN ACCORDANCE WITH 055C CHAPTER 11
BY A CERTIFIED INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. THE TESTING AGENCYSHALL SEND COPIES OF 'R
TO
CONCRETE STUCTURAL ENGINEER, COL TRACTOR AND BUILDINGSTRUCTUL TESTINGNOFFICIAL. ANY MATERIALS IRECTLY WHICH AIL TOE
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MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE
1.) CONCRETE WORK SHALL CONFORM RO CHAPTER 19 OF THE OSSC (OREGON STRUCTURAL SPECIALTY CODE). STRUCTURAL ENGINEER SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY t0 ALL Q
BIDDER DESIGNED COMPONENTS.
CONCRETE STRENGTHS SHALL BE AS FOLLOWS: '
2.J CONTINUOUS SPECIAL INSPECTION MEANS THAT A CERTIFIED SPECIAL INSPECTOR IS ON THE SITE J
P'c (pal) USE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTIONS (OSSC 1102). PERIODIC �-
3,000 FOOTINGS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS M
NECESSARY TO CONFIRM THAT ALL WORK REQUIRING- SPECIAL INSPECTION IS IN COMPLIANCE W W
(OSSC 1102). CC L j
NOTE: ALL CONCRETE IN THIS PROJECT CONSISTS OF FOOTINGS ACCORDING TO G 4
2010 OSSC SECTION 1104.4 EXCEPTIONS 1 4 2, AND THE DESIGN OF THE FOOTINGS IS W W Q N
BASED ON P'c = 2500 pal. THEREFORE SPECIAL INSPECTION OF THE CONCRETE > _
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CONSTRUCTION IS NOT REQUIRED.
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CE
2.) THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COMPLIANT WITH 055C C 0
SECTION 1905 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO L
CONCRETE IN THE FIELD UNLESS SPECIFICALLY AF,=ROVED IN WRITING BY THE CONCRETE SUPPLIER IN
CONJUNCTION WITH THE CONCRETE MIX DESIGN. O d) Q
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3.) SCHEDULING OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIODS OF TIME (LESS THAN 28 DAYS) Q Z 0
4.) CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY SAND BLASTING OR MECHANICAL MEANS. W
CLEAN BEFORE NEW POUR R LOCATION TO BE APPROVED BY THE ENGINEER. Z ED
5.) ALL CONCRETE TO BE REINFORCED UNLESS SPECIFICALLY NOTED "NOT REINFORCED" I _
6.) PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE THAT ALL EMBEDS AND ANCHOR BOLTS
ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. Z`z
1.) SUBMIT LOCATION PLAN FOR ALL PROPOSED JOINTS NOT INDICATED ON DRAWINGS FOR APPROVAL PRIOR Q
TO WORK
REINFORCING STEEL (CONCRETE)
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1.) REINFORCING STEEL TO BE ASTM A615, GRADE 60 DEFORMED BARS. o
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2.) ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING ABBREVIATIONS
CONCRETE.
Date: 10-7-14
3.) PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, PLACE ONLY AS SHOWN OR APPROVED, APPROX. APPROXIMATE L.L.V. LONG LEG VERTICAL Scale:
STAGGER SPLICES WHERE POSSIBLE. ARCH. ARCHITECT MAX. MAXIMUM
BD. BOARD MN. MINIMUM Drawn by. SET
4.) REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER BUT NOT LESS THAN ONE (1) BAR BLDG. BUILDING MISC. MISCELLANEOUS Checked by:
DIAMETER UNLESS OTHERWISE NOTED: B.O. BY OTHERS MTL. METAL
C.J. CONTROL JOINT N.I.C. NOT IN CONTRACTSHEET INDEX Job No.: 140604
CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH (NOT FORMED) 3" CLG. CEILING NO. NUMBER Drawing No.:
FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: CLR CLEAR NOM. NOMINAL
°6 BARS AND LARGER 2" CM.U. CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE
«5 BARS AND SMALLER I I/2" CONC. CONCRETE O.G. ON CENTER DRAWING TITLE:
CONT. CONTINUOUS O.D. OUTSIDE DIAMETER 514EET DESCRIPTION
SLABS ON GRADE (TOP CLEARANCE) 1 1/2" CORK CORRIDOR OPE. OPPOSITE
DTL. DETAIL PLYWD. PLYWOOD GENERAL NOTES
5.J REINFORCDWG. DRAWING REQD. REQUIRED 50.1 GENERAL NOTES
ING STEEL SHALL BE DETAILED (INCLUDING HOCKS AND BENDS) IN ACCORDANCE WITH ACI 315 EA. EACH R.O. ROUGH OPENING
AND 316. LAP ALL CONTINUOUS REINFORCEMENT 05 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. EJ. EXPANSION JOINT S.F. SQUARE FEET 51.1 FOUNDATION / FIRST FLOOR FRAMING PLAN
(E) EXISTING SIM. SIMILAR
FVFLP, FLOOR S.S. STAINLESS STEEL 51.2 5EGOND FLOOR FRAMING PLAN
F.O.S. FACE OF STUD STL. STEEL
ANCHORS BOLTS/RODS 4 FASTENERS GALv. GALVANIZED T.O.S. TOP OF STEEL 53.1 DETAILS
GYP. GYPSUM TYP. TYPICAL
HORIZ. HORIZONTAL U.N.O. UNLESS NOTED OTHERWISE
1.) ALL MECHANICAL CONCRETE AND MASONRY ANCHORS, I.E. EXPANSION ANCHORS, SCREW ANCHORS, ETC., ID. INSIDE DIAMETER VERT. VERTICAL 53.2 DETAILS
SHALL BE OF THE BE OF THE TYPE AND SIZE AS NOTED IN THE DRAWINGS AND INSTALLED PER THE STRICT JST. JOIST W/ WITH
REQUIREMENTS OF THE MANUFACTURER L.L.H. LONG LEG HORIZONTAL W/O WITHOUT
2.) ALL ANCHOR RODS/BOLTS TO BE MADE FROM ASTM FI554 GR 36 STEEL, U.N.O. SHEET
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32'-4 I/8" 132'-0" ENGINEERING, LLC
PLAN NOTES:
PO Box 2465 Lebanon, Oregon 97355
�_(t BUILDING 1.) OX INDICATES FOOTING TYPE. REF. FOOTING SCHEDULE Phone: 541-258-7004
16'-6 1/4" 19'-5" 11 I8'-11" 11'-0 1/4" I 2.) PROVIDE (2) 2 x 6 STUDS UNDER ALL BEAMS/HEADER U.N.O.
ON PLAN
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23'-3" 15'-1" 15'-9" 1'-31/4"
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I I 8 I 53.1 I I -
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53.1 I I I I I 53.1 WOOD FRAMED WALL - 2 x 6 STUDS m 16" O.C.
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/ ; __-_-•-.-,i N I I 2 I I I 2 l WOOD FRAMED WALL - 2 x 4 STUDS ® I6" O.C.
3/8"
GA PIT DIM. — I I a �I-I— - — -
SHEAR WALL - 2 x 6 STUDS 16" O.C.
N I I I I I WALL MK. x HOEDOWN SCHEDULE WALL AND HOEDOWN SUBMITTALS REVISIONS:
It WALL
MK.
B I I A 10-7-14 PERMIT SET
0 I 12 2 I I 2 I t o
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KEY NOTES:
CE) SPACE - NI
IMPROVEMENT
PrZOPosED " N 3 I I I I I I 3 l
53.1
` O TYP. 2 I TYP. 9 Oj 6 x 6 POST DF-L NO. 2 OR BETTER - SEE DETAILS
I I I I I
� � I FOR BASE AND CAP
EDGE OF NEW CONT. FOOTING (SAW-CUT LINE)
O3 REMOVE (E) WALL FRAMING AT THIS LOCATION
AND REPLACE AS INDICATED
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— —I- L— _— ———J I ® EDGE OF (E) THICKENED SLAB FOOTING.' 4 WALL------- LJ A 1 LJ
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I 8 8 I 1 c0 3 O5 EDGE OF (E) WALL FOOTING BELOW SLAB
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GMUSPACE
WALBETWEEN ALL FRAMING AND
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6
4 j O DEPRESSION IN SLAB PER PLATFORM LIFT MANUF.
`........................... I
` I u REQUIREMENTS. VERIFY EXTENT AND DIMNS. WITH
_ l-._ B _. .. . _............. ... ____. __......_._........._._ _.... ....__. _. .______............_...... . ...._.__________..__ ........_.......__.......i i PLATFORM LIFT MANUF. J
` 1 8 (3) 1 1/4" X 14" 13E TIMBERTRAND LSL STAIR
-— - — - — - — -— -— - — - — _......................................................................................: O STRINGER. REF: DETAILS 9/832 AND 12/S32 FOR Z
C ........ ..............._._. . _ ..... . ..... .. ......�.4........_i. TYPICAL STAIR CONSTRUCTION REQUIREMENTS.
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IMPROVEMENTS !_______ MOA 3'-0" x 3'-0" T 10" (4) +5 BAR EA. WAY
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SHEAR WALL SCHEDULE NOTES: HOLDOWN SCHEDULE NOTES: a
SHEAR WALL SCHEDULE 1.) REF: DETAIL 1/53.1 FOR TYP. CONSTRUCTION REQUIRMENTS. H OLDOWN SCHEDLUE 1.) ALL HOLDOWNS, FASTENERS AND ANCHOR IN SCHEDULE TO BE Date: 10-6-14
PANEL 2.) ALL FRAMING MEMBER TO BE DOUGLAS FIR-LARCH NO. 2 OR END MANUFACTURED BY SIMPSON STRONG-TIE. Scale:
CAPACITY (PLF) APA RATED EDGE BETTER CAPACITY (LBS) SIMPSON STUD 2.) HOLDOWNS AND HOLDOWN ANCHOR SHALL BE INSTALLED Drawn b . SET
SHEATHING NAIL NAIL SIMPSON FASTENERS TO OR HOLDOWN ANCHOR PER THE STRICT INSTRUCTIONS AND REQUIREMENTS OF THE Y
3.) ALL STUDS TO PLACED AT I6" O.C. Max. Checked by:
MARK SEISMIC THICKNESS SIZE SPACING SILL PLATE ANCHORS MARK SEISMIC MODEL N0. POST POST SIMPSON MODEL NO. MANUFACTURER
4.) SHEAR WALLS WITH OVERDRIVEN NAILS (MORE THAN 1/6") �A\ 3.) CONTRACTOR SHALL INSPECT AND RETIGHTEN ALL HOLDOWNS Job No.: 140604
A1 2 x 5" SIMPSON TITEN HD SHALL BE RE-NAILED. / `� HOLDOWN NOT
240 7/16" ONE SIDE 8d 6" / 0 REQUIRED BEFORE COVER-
SCREW
OVER Drawing No.:
`.` SCREW ANCHORS 0 48" O.C. 5.) ALL PANEL EDGES TO BE BLOCKED 4.) WHERE SHEAR WALLS MEET AT SHEAR WALL COMER THE g
6.) PROVIDE 3x BLOCKING AT ADJOINING PANEL EDGES WITH 3" - SHEAR WALLS MAY SHARE A HOLDDOWN AT THE GONER
`. 5/8"0 TITEN HD SCREW DRAWING TITLE:1/2" x 5" SIMPSON TITEN HD O.C, OR LESS, NAIL SPACING. , � (6) SDS PROVIDED THE MOST RESTRICTIVE HOEDOWN FOR EITHER
460 15/32" ONE SIDE 10d 4' SCREW ANCHORS ® 24" O.C. 2185 HDU2-SDS2.5 1/4" x 2 1/2" (2) 2x ANCHOR W/ 4 1/8" MIN. SHEAR WALL IS USED.
1)
PANEL EDGESNTOI FAL ON DIFFERENT FRAMING MEMBERS. EMBEDMENT FOUNDATION / FIRST
8.) CONTRACTOR SHALL VERIFY THAT ALL CONNECTOR AND ' ` 3780 HDU4-SDS2.5 (10) SDS (2) 2x 5/8"0 SSTB16 FLOOR FRAMING PLAN
FASTENER AT PRESSURE TREATED (P.T.) MEMBER HAVE 1/4" x 2 1/2 12 5/8" EMBED.
APPROPRIATE CORROSIVE PROTECTION (IE. SIMPSON
STAINLESS STEEL, ZMAX, HOT DIPPED GALVANIZED).
NORTH
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1 FOUNDATION / FIRST FLOOR FRAMING PLAN SHEET
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32'-4 I/8"
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132'-0"
FLAN NOtE8 ENGINEERING, LLC
I PO Box 2465 Lebanon, Oregon 97355
F_(t BUILDING 1.) ALL WALLS CONSTRUCTED ON THE SECOND FLOOR ARE TO BE Phone: 541-258 7004
NON-LOAD BEARING PARITION WALLS. REF: ARCH. DU,65.
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53.1 6 6 53.2 6 $3.1 FP Dy
OPP. C 72 8PE r
- - - - - - - - - - - - - - - - KEY NOTES:
Ny ON
i n 2 O1 5 1/8 x 15" GLU-LAM BM. (24F-V4) N F• TURR�
EXPIRES : 6/30/16
OI ` OI O2 6 x 10 SOLID-SAWN BEAM (DF-L NO. I OR BETTER)
i 4 3 6 x 8 SOLID-SAWN BEAM (DF-L NO. 2 OR BETTER)
14" TJI 560 I6" O.G.
TTP.
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O 14" TJI 230 ® I6" O.C.
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O O 53.1 TYP. O FLOOR SHEATHING: 23/32" T 4 G APA RATED
i USTURD-I-FLOOR EXPOSURE I, SPAN RATING 24 oc. QO 10-7-14 PERMIT SET
O II GLUED AND NAILED W/ 10d NAILS AT 6" O.C. 0
ALONG SUPPORTED EDGES AND 12" O.C. IN FIELD. _
JOIST LAYOUT
START POINT - — - — tam 4 5 O8 SIMPSON MSTA36 ACROSS TOP OF JOISTS
POST
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all t or
® CENTERED ON RIM BOARD. USE (11) 10d NAILS EA.
c0 - - - - ® END.
lE) SPACE - N (L O9 (E) 2 x 8 JOISTS
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PROPOSED 10 2 x 8 JOISTS ® 16" O.G. (DF-L NO. 2 OR BETTER)
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Date: 10-6-14
Scale:
Drawn by. SET
Checked by:
Job No.: 140604
Drawing No.:
DRAWING TITLE:
SECOND FLOOR
FRAMING PLAN
NORTH SECOND FLOOR FRAMING PLAN SHEET
1
tN �1" I/GII ,J 11-011 S1m2
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TOP OF SHEAR WALL. SEE SHEAR WALL
TYPICAL DETAILS
REFERENCED ON PLANS FOR ;,.
TOP OF WALL REQUIREMENTS _ .
:100
TI- - - - � r - - - -17 - - - 7 •
NON-LOAD BEARING EDGE NAILING PER I I l I I I I I I•
I I I I PARTITION WALL 1 SHEDULE AT ALL PANEL I I I I 1 1 I I 1 1 TU RIK"EL N T I N E
I I I I I EDGES -TT•I Ii t
I I FLOOR SHEATHIPER PLAN •I I I II I•I I I•
II I I I I I I I 1 1 ENGINEERING, LLC
NG FEILD NAILING
I I I I I Irl l l I I I•
I I I I I I PO Box 2465 Lebanon, Oregon 97355
SHEATHING PER SHEAR
Phone: 541-258-7004
JOISTS PER PLAN WALL SCHEDULE l
II III I — I
SOLID 2x BLOCKING
I I I I REQUIRED AT ALL PANEL I I I I
— — °' °` '� " JOINTS. BLOCKING MAY BE I I•
°° °` °' °° o° °' i °' e° INSTALLED FLAT
a a
DBL. STUD OR 4x POST
PLAN
GLU-LAM BEAMS PER ° (E) CMU WALL REQUIRETACH, DA S OLDDOWNS. �� PR04--
TOGETHER W/ MIN. (2) 10d10
FR
NAILS ® 12" O.G. 7z 8PE
SIMPSON CCQ5-6SDS25 TYP. WALL STUDS g 16" O.C.
GLU-LAM BEAM PER PLAN GLU-LAM BEAMS PER PLAN MAX cny
SIMPSON CCQ5-6SDS25 9/y °j 15
HOLDOWNS PER SCHEDULE
POST PER PLAN POST PER PLAN 0 N F. TURR��
P.T. SILL PLATE
EXPIRES : 6/30/16
T.O. CONC. FOOTING/SLAB
SIMPSON MIU356/14 AT 14" TJI 560 a a
51MRSON MIU231/14 AT 14" TJI 230 SILL PLATE ANCHORS PER a ' . °d
SCHEDULE.
a e G
° < d
HOLDOWN ANCHOR PER °- 4"
SCHEDULE '
10 TYP. JOIST CONN. DETAIL 7 POST/BEAM CONN. 4 TYP. POST/BEAM CONN. 1 SHEAR WALL CONSTRUCTION SUBMITTALS / REVISIONS:
S3. 11/2" = 1'-0" S3° 11/2" = I.-OilS3= 11/2" = I.-OilS3. 1 1/2" = 1'-0" ZL 10-7-14 PERMIT SET
- (2) 2 x 6 TOP PLATE FULL WALL STUDS PER PLAN
_0_ _ _o LENGTH PIECES WITHOUT SHEATHING PER SHEAR SHEATHING PER SHEAR WALL
r — — — —
SPLICES. LAP TOP WALL SCHED. At SHEAR SGHED. AT SHEAR WALLS WALL STUDS PER PLAN
I _� o PLATES AT CORNERS WALLS
I BEYOND AND IN
FOREGROUND AND NAIL W/ SILL PLATE ANCHORS PER P.T. 2x BOT. PLATE SILL'SHEAR SCHED PER
(5) 16d NAILS. SHEAR WALL SCHED. AT
CEJ CMU WALL SHEAR WALLS. SHEAR WALLS. AT NON-SHEAR
2 x 6 STUDS I6" O.C. PLATFORM LIFT MAST EDGE NAILING PER SHEAR WALLS USE
HD SCREW ANCHORS
1/2 '0 x 5" SIMPSON
SIMPSON A34 EA. SIDE AT WALL SCHED. AT SHEAR WALLS TITEN
48" O.C. MAX.
TIE-BACK BRACKET I TOP OF 4 x 6 POSTS P.T. 2x BOT. PLATE
I I EDGE NAILING PER SHEAR INSTALL 04 BARS IN 5/811005 BARS A 16" O.G.
WALL SCHED. AT SHEAR DRILLED HOLES USING vf--
FLOOR SHEATHING PER PLAN I I WALLS HILT[ HIT-RE 500-5D (2) 05 BARS -CONT.
4
PLATFORM LIFT MAST I EPDXY ADHESIVE. SAW-CUT -TVP.
JOISTS PER PLAN7 INSTALLED PER MANUR I
INSTRUCTIONS PROVIDE 4 x 6 POSTS AT lE) CONC. SLAB lE) GONG. SLAB TYF'-
I I MAST CONNECTIONS 'R
d v
PLATFORM LIFT MAST � — d — Z
TIE-BACK BRACKET
a '
I i III��IIIIIIIIIII � � e �
NAILS 6° O.C. I I 1-1 1 ° / a s
STa
STAGGGG ERED a ( Z
I I ° m Lu
j d'
�o o ° TYP. W W Q N
En (2) 2 x 6 TOP PLATE FULL L — — — — SIMPSON A34 EA. SIDE AT a
LENGTH PIECES WITHOUT a a a 2'-0" TYP. J 0
BOT. OF 4 x 6 POSTS
SPLICES. LAP TOP 4 a a
EDGE NAILING PER SHEAR PLATES AT CORNERS
WALL SCHED. BEYOND AND IN I I STAIR LANDING Q ° (L r O
FOREGROUND AND NAIL W/ I I ° ° D "4 BARS • 36" O.C. EA. �;:
a O
SHEATHING PER SHEAR WALL (5) Ibd NAILS. a ° SIDE OF FOOTING. 1n
SCHED. I I a EMBED 10" MIN. INTO LO Of
O �-
I I (E) CONT. FOOTNG FOOTING Z 0
DETAIL AT TOP OF SHEAR WALL AND PLATFORM LIFT DETAIL DETAIL Z w
11 5 2 � �
S3 11/2" , I' S3. 11/2" = 1'-0" S3. 11/2" _ 1'-0"
' U
PIT DIMN. PER PLAN Z
SHEATHING PER SHEAR WALL MIN. (2) 04 BARS AT EA.
SCHED. WALL STUDS PER PLAN SIDE OF FOOTING
EQUALLY SPACED
P.T. 2x BOT. PLATE SILL PLATE ANCHORS PER (E) CMU WALL POST PER PLAN POST PER PLAN
SHEAR WALL SCHED. WALL STUDS PER PLAN SIMPSON GB5Q66-SDS2 « SIMP50N CBSQ66-SDS2
INSTALL 4 BARS IN 5/8„
EDGE NAILING PER SHEAR PLATFORM LIFT MAST (E) GONG. SLAB DRILLED HOLES USING (E) CONC. SLAB
WALL SCHED. INSTALLED PER MANUF. I SC x 5”ANCHORS N TITEN HD
SCREW ANCHORS HILTI HIT-RE 500-SD w
INSTRUCTIONS oMAX REINR BARS PER EPDXY ADHESIVE. ° ° REINF. BARS PER CD
INSTALL 04 BARS IN 5/8"41 48" O.C. . MAX • = FOOTING SCHEDULE • ° FOOTING SCHEDULE
DRILLED HOLES USING I I SAW-GUT -TVP.
HILTI HIT-RE 500-SD I r°— — —o, P.T. 2x BOT. PLATE ° 4" I'-0" ° °
EPDXY ADHESIVE -TYP. HOLDOWN ANCHOR BOLT PER I SAW-GUT -TYP. Dote: 10-6-14
4" HOLDOWN SCHED. BEYOND I I I SAW-CUT -TVP. TYP. TYP. Scale:
lE) CONC. SLAB TYP. AND IN FOREGROUND I I I I
a11
a Drawn by. SET
I II Io1 a a I ° 14 °
I I d Checked by.
j I I _ _ — I — — ° �� li II ° Job No.: 140604
A — — I I�� I= ° ° . �� �j .. ° . • Drawing No.:
—III—I
1I II II • ILI a a. l — 4 DRAWING TITLE:
REBAR PER `q
-CONT. J DETAIL 3/53.I ° d) izV 3" GLR DETAILS
• �� • N O CA
- TYP. c0
' 4 BARS o IB O.G. 4 BARS o 36 O.C. MAX. a fli
CONC. FOOTING USU5-GRADE Lu
NDISTURBED p
\( EA. WAY TYP. EMBED 10" MIN. SEE PLAN �c REF: FOOTING SCHEDULE
INTO SLAB/FOOTING a
R' "5 BARS a a
1 ® 16" O.G. a a UNDISTURBED
U 3" GLR
01 TYP. ° a SUB-GRADE
2'-0" TYP.
(E) CONT. FOOTNG
E SHEET
a 12 DETAIL AT PLATFORM LIFT PIT g FOOTING DETAIL 3 TYP. FOOTING DETAIL
$3
11/2" _ I'-0" S'3 11/2" 1'-0" L+q 11/2" _ ,'_011 53.�
U
O
(2) 2 x 6 TOP PLATE FULL
LENGTH PIECES WITHOUT
SPLICES. LAP TOP
PLATES AT CORNERS T.,2 x 6 STUDS 16" O.C. BEYOND AND IN
FOREGROUND AND NAIL W/
(5) 16d NAILS.
10d NAIL THRU RIM BOARD 10d NAIL THRU RIM BOARD TU RRENTI N E
TOJOISTTOP AND BOT. TO CHORDT TOP AND BOT. 10d NAILS o 6" O.G. ENGINEERING, LLC
I I/2 13E TIMBERSTRAND LSL — D 1 1/2 13E TIMBERSTR.AND LSL
CONT. GOVT.
SIMPSON MIU23-1/14 SIMPSON MIU23-1/14 1 1/2" 13E TIMBERSTRAND LSL FLOOR SHEATHING PER PLAN PO Box 2465 Lebanon, Oregon 97355
FLOOR SHEATHING PER FLOOR SHEATHING PER BLOCKING CUT TIGHT TO FIT Phone: 541-258-7004
PLAN JOISTS PER PLAN PLAN JOISTS PER PLAN BTWN. JOISTS JOISTS PER PLAN
i
i
72 8PE r
° N ON
15 ��\�
F.
10d TOE NAILS tv 8" O.C. -TYP. 10d TOE NAILS o 8" O.C. (3) 10d TOE NAILS PER TUR��
BLOCK EXPIRES : 6/30/
16
EDGE NAILING PER SHEAR
DBL. TOP PLATE DBL. TOP PLATE WALL SCHED. DBL. TOP PLATE
WALL STUDS PER PLAN WALL STUDS PER PLAN SHEATHING PER SHEAR WALL WALL STUDS PER PLAN
SCHED.
DETAIL AT STAIR WELL 4 DETAIL 1 TOP OF SHEAR WALL SUBMITTALS / REVISIONS:
3.
11/211 - 1'-0" 3. 11/2" = 1'-0" 3. 11/2" . 1'-0" ZE 10-7-14 PERMIT SET
1 1/2" 13E TIMBERSTRAND LSL
BLOCKING CUT TIGHT TO FIT
57WN. JOIST SPACE AS SHOWN.
LOCATE AT 24" O.C. MAX.
ALONG LENGTH OF SHEAR
(2) 16d NAILS 8" O.C. WALL FLOOR SHEATHING PER PLAN
10d TOE NAIL FROM 10d NAILS ® 6" O.C. 106 NAILS o 6" O.G.
FLOOR SHEATHING PER BLOCKING TO JOIST 10d TOE NAIL FROM BLOCKING
TOP AND BOT. TO JOIST TOP AND BOT. FLOOR SHEATHING PER PLAN
PLAN (E) 2 x 8 JOISTS CHORD - TYP. CHORD - TYP.
JOISTS PER PLAN JOISTS PER PLAN JOISTS PER PLAN
71
--•••-• 1 I/2" 13E 71MBERSTRAND LSL
RIP-GUT TIGHT TO Fit BTWN.
JOIST CHORDS AS SHOWN x 6"
LONG LOCATE AT 24" O.C. V
MAX. ALONG LENGTH OF z
SHEAR WALL
(3) 10d NAILS F3
J
106 NAILS im 6" O.C. /=)/�
1 1/2" 13E TIMBERSTRAND LSL W W
BLOCKING CUT TIGHT TO FIT (2) 10d NAILS m 6" O.G. j d
2 x 8 CONT. BTWN. JOIST SPACE ON EA. STAGGERED Lu W Q N
SIDE OF SHEAR WALL. LOCATE
SIMPSON LSTA12 AT 24" O.C. MAX. ALONG J > = r
O
DBL. TOP PLATE LENGTH OF SHEAR WALL DBL, TOP PLATE F-
a � � �
(E) WALL EDGE NAILING PER SHEAR WALL STUDS PER PLAN EDGE NAILING PER SHEAR WALL STUDS PER PLAN d
WALL SCHED. LA WALL SCHED. Q
(E) CMU WALL
SHEATHING PER SHEAR WALL SHEATHING PER SHEAR WALL rn Q
SCHED. SCHED. Q Z m f-
g DETAIL KtDETAIL 2 TOP OF SHEAR WALL Z
3
11/2" , i'-0" 3 11/2" = 1'-0" 3 11/2" , 1'-0" Q
REF: DETAIL BELOW Z
(3) 16d NAILS a 16" O.G. INTO
JOISTS 11/2" 13E TIMBERSTRAND LSL FLOOR SHEATHING 2 x 6 NOTCHED TIGHT
GOVT.
(2) 1/4"0 x 3" SIMPSON SDS AROUND RIM BOARD AND
LET-IN 2 x 6 SCREWS * 6" O.G. LSL TO 2 x 8 EXTENDED TO WALL PLATE
RIM BOARD BELOW � 16" O.C.
2 x JOISTS ® I6" O.G. MAX. IN LIEU OF: LEDGER BELOW USE
SHEATHING SIMPSON A35 AT EA. STRINGER FLOOR SHEATHING PER NOTCH SHEATHING AROUND 2 x 6 BLOCK BTWN.
1" WEYERHAEUSER STURDISTEP PLAN 2 x 6 NOTCHED 2 x 6'S
TREADS (OR APPROVED FLOOR SHEATHING PER (3) 10d NAIL THRU RIM o
EQUAL) JOISTS PER PLAN 2 x 8 JOISTS PER PLAN PLAN BOARD INTO NOTCHED a
2x6
AT WOOD FRAMED LANDINGS — Date: 10-6-14
8d TOE-NAIL STRINGER -�
1 1/2" 13E TIMBERSTRAND LVL Scale:
7o LEDGER CONT. Drawn b SET
STRINGERS PER PLAN Y
° Checked by.
I" WEYERHAEUSER STURDISTEP
TREADS (OR APPROVED °
EQUAL) SIMPSON A34 AT EA. STRINGERS PER FLOOR FRAMING 10d 70E NAILS ® S" O.C. 0 0.: 060
FLAN (LANDING FRAMING Drawing No.:
STRINGER SIMILAR)
—o DRAWING TITLE:
WALL STUDS PER PLAN
(2) 1/2110 x 5" SIMPSON TITEN (16" O.G. MAX. SPACING) DBL. TOP PLATE DETAILS
HD SCREW ANCHORS. SIMPSON MIU3b6/14
LOCATE 12" FROM EA. END JOISTS PER PLAN
OF 2 x 6 1/4"0 x 3" SIMPSON SDS SCREWS
FROM LSL TO EA. WALL STUD (2) 1/44, x 3" SIMPSON SDS DBL, TOP PLATE
LET-IN P.T. 2 x 6 2 x 8 LEDGER LET-IN TO SCREWS FROM NOTCHED 2 x 6
STRINGERS W/ (3) Ibd NAILS WALL STUDS PER PLAN TO EA. JOIST TOP AND BOT. WALL STUDS PER PLAN
GONG. SLAB INTO EA. WALL STUD 11/2" 13E TIMBERSTRAND LSL CHORD.
CONT.
PROVIDE 30'FELT
MOISTURE BARRIER OR
a EQUAL UNDER STRINGERS
12 TYP. DETAIL BOT. OF STAIRS g TYP. DETAIL TOP OF STAIRS g DETAIL 3 DETAIL AT STAIR WELL SHEET
3.
11/2" , , -01,
3 1 1/2" _ ,'-0" 3 11/2" , , -0 q 1 1/2 i -0, 53.2
0